Q4) A sign is supported by a pipe (see Figure(4)) having outer diameter 110 mm and inne diameter 90 mm. The dimensions of the sign are 2.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe The wind pressure against the sign is 1.5 kPa. Determine the maximum shear stresses due to the wind pressure on the sign at points A, B, and C, located on the outer surface at the base of the pipe. 1.0 m, and its lower edge is 3.0 m 2.0 m 1.0 m Ediung Co. 1.05 m to c.g. Pipe =3kN 34 110 mm 3.0 m A -343-5 Tr Section X-X Figure (4) B-

Q4) A sign is supported by a pipe (see Figure(4)) having outer diameter 110 mm and inne diameter 90 mm. The dimensions of the sign are 2.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe The wind pressure against the sign is 1.5 kPa. Determine the maximum shear stresses due to the wind pressure on the sign at points A, B, and C, located on the outer surface at the base of the pipe. 1.0 m, and its lower edge is 3.0 m 2.0 m 1.0 m Ediung Co. 1.05 m to c.g. Pipe =3kN 34 110 mm 3.0 m A -343-5 Tr Section X-X Figure (4) B-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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